| 砌体双向偏心受压构件承载力的设计方法 |
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| 引用本文： | 刘桂秋,施楚贤. 砌体双向偏心受压构件承载力的设计方法[J]. 建筑结构, 2000, 0(3) |
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| 作者姓名： | 刘桂秋 施楚贤 |
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| 作者单位： | 湖南大学土木系 长沙410082(刘桂秋)，湖南大学土木系 长沙410082(施楚贤) |
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| 摘 要： | 根据48个砌体短柱和30根长柱在双向偏心受压时的试验结果,分析了偏心距对砌体受力性能和破坏特征的影响,同时提出了砌体双向偏心受压构件承载力的设计方法,其计算结果与试验值符合较好.所给方法可供砌体结构设计和规范修订参考.
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| 关 键 词： | 双向偏心受压 砌体 承载力 |
Design Method of the Load-bearing Capacity of Masonry Members Under Bi-eccentric Compression |
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| Liu Guiqiu Shi Chuxian. Design Method of the Load-bearing Capacity of Masonry Members Under Bi-eccentric Compression[J]. Building Structure, 2000, 0(3) |
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| Authors: | Liu Guiqiu Shi Chuxian |
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| Affiliation: | Liu Guiqiu Shi Chuxian |
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| Abstract: | According to the experimental results of forty-eight short masonry columns and thirty tall masonry columns under bi-eccentric compression, the effect of eccentricity on the mechanical behavior and failure characteristic of masonry are analyzed. At the same time, the design method of the load-bearing capacity of masonry members under bi-eccentric compression is proposed. The calculating results agree well with the experimental data. This method can be used for reference when the mosonry structure design code of state is revised. |
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| Keywords: | bi-eccentric compression masonry load-bearing capacity |
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